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  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
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  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
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Mechanical Behavior of Steel Pipe Bends: An Overview

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Autor
Karamanos S.A.
Datum
2016
Language
en
DOI
10.1115/1.4031940
Schlagwort
Fatigue damage
Pipeline bends
Pipelines
Steel pipe
Bending capacity
Bending loading
Buried pipelines
Cyclic-in-plane
Mechanical behavior
Numerical results
Soil-pipeline interaction
Straight pipe
Pipe joints
American Society of Mechanical Engineers (ASME)
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Zusammenfassung
An overview of the mechanical behavior of steel pipe (elbows) is offered, based on previously reported analytical solutions, numerical results, and experimental data. The behavior of pipe bends is characterized by significant deformations and stresses, quite higher than the ones developed in straight pipes with the same cross section. Under bending loading (in-plane and out-of-plane), the main feature of the response is cross-sectional ovalization, which influences bending capacity and is affected by the level of internal pressure. Bends subjected to cyclic in-plane bending exhibit fatigue damage, leading to base metal cracking at the elbow flank. Using advanced finite-element tools, the response of pipe elbows in buried pipelines subjected to ground-induced actions is also addressed, with emphasis on soil-pipeline interaction. Finally, the efficiency of special-purpose finite elements for modeling pipes and elbows is briefly discussed. © 2016 by ASME.
URI
http://hdl.handle.net/11615/74390
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